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TANK <br /> TANK 0IA <br /> b A" <br /> SAND MDHND DIA <br /> H <br /> A B I H <br /> TANK PAD 86" 64" 2" <br /> 90` 68` 3` <br /> 1020 80" 4" <br /> 120° 98m 6` <br /> 142` 120` 8" <br /> Figure 2.1 <br /> 10 <br /> 0 0 <br /> o o <br /> l s <br /> o ��� o <br /> A <br /> ---B - 1' t 1/2" <br /> MITES <br /> I TALK MUST BE FULLY SLIPPORTED BY A SOLID PAD <br /> (CONSLILT A LOCAL CIVIL OR STRUCTURAL ENGINEER) SIZE DIM "A" DIM B. DIM C <br /> 2 ALL TANK OUTLETS MUST BE CONNECTED TO PIPING 2" 1 13' 10' S" <br /> WITH FLEXIBLE CONNECTORS DR EXPANSION JOINTS 3" 1 13" 12 5" <br /> CAPABLE OF 4% DIMENSIONA4 Mt1VEMENT AS CLOSE TO ' 1 40' 14 5' <br /> TANK AS POSSIBLE (18' OR LESS) FLEXIBLE COMECTI13N 4 41 35• 15 5" <br /> SHOULD BE DESIGNED FDR 35• ANGULAR MOVEMENT ME <br /> TO TANK EXPANSIOWCDNTRACTION <br /> 3 OTHER CONNECTION METHS ARE AVAILABLE FOR SUED <br /> OUTLETS (FLANGE ADAPTER SHDNN FOR EXAMPLE ONLY) <br /> 4 DIMENSIONS 'B" AND 'C' ARE RECOMMENDED <br /> MINIMUM DIMENSIONS ONLY (NOT REDUIREO) <br /> • Figure 2 2 <br /> 5 <br />